1. Chapter 4: Flowing Fluids & Pressure Variation (part 2) Review visualizations Frames of reference (part 1) Euler’s equation of motion

2. Quick review of visualizations Pathline - follows path of a single “fluid particle” –one particle –one starting point –several times Streakline - connecting the dots from several particles passing the same point at different times –several particles –one starting point –one time Streamline - tangent to the velocity –several particles –starting point irrelevant –tangent to velocity –one time All three can be useful (depending on the flow) Pathlines, streamlines, streaklines are the same in steady flows.

3. Two helpful distinctions Laminar vs. turbulent flow Lagrangian vs. Eulerian descriptions –Lagrangian: follow particle –Eulerian: measure local velocities, etc.

4. Quantitative description of motion How do we quantitatively describe moton … of a solid particle?? … of a fluid particle??

5. First pressure review (under pressure?) How can we find pressure in a fluid: ….. in a gas?? ….. in a liquid?? Let’s start by answering this for static fluids.

6. Euler’s equation F=ma Valid for inviscid, incompressible flow only!

7. Euler’s equation Consider the fluid-filled accelerating truck. Where is the pressure greatest? How can we calculate the pressure of B relative to that of A?

8. Euler derivation, continued Now… what about the pressure difference between B and C? Which is greater? How can we calculate the pressure of C relative to that of B? Relative to that of A?

9. Euler derivation, continued Now, what do we do when g is not perpendicular to acceleration direction? Let’s answer this for a more general case.

10. Euler’s equation F=ma Valid for inviscid, incompressible flow only!

11. Chapter 4: Flowing Fluids & Pressure Variation (part 3) Euler’s equation of motion review Bernoulli’s equation of motion Types of fluid motion (part 2) Rotational motion

12. Bernoulli’s equation F=ma along a streamline Steady flow assumption required

13. Bernoulli’s equation Assumptions –Viscous effects are negligible –Steady flow (time-independent) –Incompressible flow –Valid along a streamline Equation (think energy conservation)

14. Bernoulli – a simple application ?? (a)(b)(c)

15. An analogous example: Holes in a soda bottle; flow from base of dam Now, how do we calaculate the velocity of the fluid as it leaves the tank? (or soda bottle)?

17. Continuity Q = flow rate If v = average velocity through a cross sectional area of area A Q = vA

18. Venturi What is the pressure at 2? Local vaporization can occur when the pressure falls below vapor pressure